JPH0291338A - Steel frame construction - Google Patents
Steel frame constructionInfo
- Publication number
- JPH0291338A JPH0291338A JP24269188A JP24269188A JPH0291338A JP H0291338 A JPH0291338 A JP H0291338A JP 24269188 A JP24269188 A JP 24269188A JP 24269188 A JP24269188 A JP 24269188A JP H0291338 A JPH0291338 A JP H0291338A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- steel pipe
- steel frame
- reduce
- joint
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 31
- 239000010959 steel Substances 0.000 title claims abstract description 31
- 238000010276 construction Methods 0.000 title abstract description 7
- 239000002184 metal Substances 0.000 claims abstract description 10
- 229910052751 metal Inorganic materials 0.000 claims abstract description 10
- 150000002739 metals Chemical class 0.000 abstract 2
- 238000009415 formwork Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は建築構造物における鉄骨架構に関するもので
ある。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] This invention relates to a steel frame in a building structure.
本件出願人は特願昭５７−１５３６７２号（特開昭５９
−４４４４３号公報）において、組柱に組梁を接合した
鉄骨架構を開示している。該発明は、第３図（１） 、
（ＩＩ）に示すように、Ｈ形鋼の鉄骨二本を平行に立て
て組柱とし、この組柱の側方に張出した接合金物に二本
のＨ形鋼から成る組梁を固定したものである。The applicant of this case is Japanese Patent Application No. 57-153672 (Japanese Unexamined Patent Publication No. 59
Japanese Patent Publication No. 44443) discloses a steel frame structure in which a set of beams is connected to a set of columns. The invention is shown in FIG. 3 (1),
As shown in (II), two steel frames of H-beams are erected in parallel to form a column, and a beam made of two H-beams is fixed to the joint metal fittings that extend to the sides of the column. It is.
梁を複数本の鉄骨を組合わせた組梁とすることで梁の耐
力を向上させ、その分梁成を小さくすることが可能とな
って、建物全体の高さを低くすることができるものであ
る。By making the beam a composite beam made by combining multiple steel frames, the strength of the beam can be improved, and the beam size can be reduced accordingly, making it possible to lower the overall height of the building. be.
上記したような鉄骨架構は、複数本の鉄骨から成ってい
るため、細軸方向の座屈と柱の方向性を考慮すると、Ｓ
ＲＣ造にしなければならない。したがって鉄骨建方及び
柱の型枠組立て、コンクリートの打設、養生によって工
期が長くなる。また柱型が大きくなるとともに、鉄骨の
加工工数、建方時のピース数が多くなってしまう。Since the above-mentioned steel frame consists of multiple steel frames, considering the buckling in the thin axis direction and the directionality of the columns, the S
It must be made of RC construction. Therefore, the construction period will be longer due to the erection of the steel frame, the assembly of column formwork, concrete pouring, and curing. Additionally, as the column size becomes larger, the number of man-hours required for machining the steel frame and the number of pieces required during erection also increase.
この発明は以上のような課題を解決するためになされた
もので、構造が簡易で部材点数が少なく、工期も短かく
なる鉄骨架構を提供することとを目的とする。This invention was made to solve the above problems, and an object thereof is to provide a steel frame structure that is simple in structure, has a small number of members, and has a short construction period.
この発明にかかる鉄骨架構は、柱として鋼管を使用する
ものである。The steel frame according to the present invention uses steel pipes as columns.
この鋼管柱の側方に接合金物を突出し、接合金物に複数
本の平行な鉄骨梁を固定するものである。A metal fitting is protruded from the side of this steel pipe column, and a plurality of parallel steel beams are fixed to the metal fitting.
以下、図に示す一実施例に基づきこの発明を説明する。 The present invention will be explained below based on an embodiment shown in the drawings.
図において１は鋼管柱であり、第１図に示す実施例では
円形の鋼管柱ｌが使用されている。In the figure, 1 is a steel pipe column, and in the embodiment shown in FIG. 1, a circular steel pipe column l is used.
鋼管柱１の側方には、接合金物２が水平に突出している
。接合金物２は上下の二枚の板状フランジ３．３間に二
本の板状ウェブ４，４が平行に配されて溶接組みされた
もので、フランジ３．３の先端は二股状に形成されてい
る。A joining metal fitting 2 projects horizontally from the side of the steel pipe column 1. The joining hardware 2 is constructed by welding together two plate-shaped webs 4, 4 arranged in parallel between two upper and lower plate-shaped flanges 3.3, and the tip of the flange 3.3 is formed into a bifurcated shape. has been done.
梁５は二本のＨ形鋼６．６から成っており、Ｈ形鋼６，
６の各ウェブ７が前記接合金物２のウェブ４，４と連続
するよう平行に配されている。接合金物２のウェブ４．
４とＨ形鋼６．６の突き合せ部には、両手面に継手板７
，７が当接されて、ボルト・ナツト８によって連結され
ている。接合金物２のフランジ３．３とＨ形鋼６．６の
フランジ９．９の突き合せ部にも上下から継手Ｆｉ１０
．１０が当接されて、ボルト・ナツト８によって連結さ
れている。The beam 5 consists of two H-beams 6.6,
Each of the webs 7 of 6 is disposed in parallel with the webs 4 of the joining hardware 2 so as to be continuous with each other. Web of joining hardware 2 4.
4 and H-shaped steel 6.6, there is a joint plate 7 on both hands.
, 7 are abutted and connected by bolts and nuts 8. Fitting Fi10 is also installed from above and below at the butt part between flange 3.3 of joint hardware 2 and flange 9.9 of H-beam 6.6.
．． 10 are abutted and connected by bolts and nuts 8.
以上のような梁５上にデツキプレート等を載置し、コン
クリートを打設してスラブ１１を構築する。A deck plate or the like is placed on the beam 5 as described above, and concrete is poured to construct the slab 11.
この発明は以上のような構成を有するが、その他網管柱
１として第２図に示すように断面角型の鋼管柱１が使用
できる。Although the present invention has the above configuration, a steel pipe column 1 having a rectangular cross section as shown in FIG. 2 can also be used as the mesh tube column 1.
この発明は以上のような構成を有し、梁を複数本の鉄骨
によって構成するため、梁成を小さくすることができ、
その分建物全体の高さが低くなり、コストダウンを図る
ことができる。This invention has the above configuration, and since the beam is composed of a plurality of steel frames, the beam size can be reduced.
As a result, the height of the entire building is reduced, which helps reduce costs.
また柱として鋼管柱を使用するため、型枠の組立て、コ
ンクリートの打設、脱型が不要で、施工を短期化するこ
とができる。In addition, since steel pipe columns are used as columns, there is no need to assemble formwork, pour concrete, or demold, reducing construction time.
第１図及び第２図はこの発明の実施例を示し、第３図は
従来例を示すもので、第１図〜第３図の各（Ｉ）は横断
面図、各（ｎ）は縦断面図、第１図及び第２図の各（ｎ
ｌ）は各（ＩＩ）の■−■線断面図である。
１・・・鋼管柱、２・・・接合金物、３・・・フランジ
、４・・・ウェブ、５・・・梁、６・・・Ｈ形鋼第 ２
図
ＣＩ）
（Ｊｉ）
（Ｉ［［）1 and 2 show an embodiment of the present invention, and FIG. 3 shows a conventional example, each (I) in FIGS. 1 to 3 is a cross-sectional view, and each (n) is a longitudinal Each of the side views, Figures 1 and 2 (n
1) is a sectional view taken along the line ■-■ of each (II). 1... Steel pipe column, 2... Joining hardware, 3... Flange, 4... Web, 5... Beam, 6... H-shaped steel 2nd
Figure CI) (Ji) (I[[)
Claims (1)
本の平行な鉄骨梁を固定したことを特徴とする鉄骨架構
。A steel frame structure characterized by a metal fitting protruding from the side of a steel pipe column, and a plurality of parallel steel beams fixed to the metal fitting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63242691A JPH0711164B2 (en) | 1988-09-28 | 1988-09-28 | Steel frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63242691A JPH0711164B2 (en) | 1988-09-28 | 1988-09-28 | Steel frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0291338A true JPH0291338A (en) | 1990-03-30 |
| JPH0711164B2 JPH0711164B2 (en) | 1995-02-08 |
Family
ID=17092806
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63242691A Expired - Lifetime JPH0711164B2 (en) | 1988-09-28 | 1988-09-28 | Steel frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0711164B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06240746A (en) * | 1993-02-16 | 1994-08-30 | Kajima Corp | Structure of column/beam connection part |
| JP2008031644A (en) * | 2006-07-26 | 2008-02-14 | East Japan Railway Co | Floor frame of steel frame building and construction method of this floor frame |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6143843U (en) * | 1984-08-27 | 1986-03-22 | 株式会社クボタ | threshing equipment |
-
1988
- 1988-09-28 JP JP63242691A patent/JPH0711164B2/en not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6143843U (en) * | 1984-08-27 | 1986-03-22 | 株式会社クボタ | threshing equipment |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06240746A (en) * | 1993-02-16 | 1994-08-30 | Kajima Corp | Structure of column/beam connection part |
| JP2008031644A (en) * | 2006-07-26 | 2008-02-14 | East Japan Railway Co | Floor frame of steel frame building and construction method of this floor frame |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0711164B2 (en) | 1995-02-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2000170285A (en) | Connecting method for steel sheet concrete structural wall and junction structure | |
| JP2927402B2 (en) | Column-beam joint structure of concrete building | |
| JPH0291338A (en) | Steel frame construction | |
| JPH08144370A (en) | Joint structure of closed cross sectional steel frame column and steel frame beam | |
| JPH06288033A (en) | Steel member for building construction | |
| JP3327184B2 (en) | Column-to-beam joints between steel pipe structure or filled steel pipe concrete structure column and SRC structure beam | |
| JP2002322614A (en) | Composite structure in steel construction | |
| JPH10102659A (en) | Concrete casting method in steel framed concrete composite beam | |
| JPH04106256A (en) | Steel pipe concrete column | |
| JPH0444545A (en) | Joint of column and beam and reinforcing metal | |
| JPH04124338A (en) | Construction for column/beam joining section | |
| JP4003444B2 (en) | Support method | |
| JPH1181454A (en) | Connecting structure for column and beam | |
| JPH03212534A (en) | Pillar-beam joint part | |
| JPS6347201Y2 (en) | ||
| JPH0637128Y2 (en) | Joint structure of columns and beams | |
| JPS6232303B2 (en) | ||
| JP2004124370A (en) | Column and beam join structure of square steel pipe column | |
| JPS6139457B2 (en) | ||
| JPS6023371Y2 (en) | composite precast concrete beam | |
| JP3749935B2 (en) | Column and beam construction method and enclosure | |
| JPH0356572Y2 (en) | ||
| JP2020056239A (en) | Steel frame beam reinforcement structure | |
| JPH0643709B2 (en) | Column-beam joint structure | |
| JPH0823176B2 (en) | Steel plate concrete structure joining method |